Taktile und laserbasierte Messverfahren für die messtechnische Überwachung einer Autobahnbrücke
Author(s): |
Jan Peter Liebig
Jürgen Grünberg Jens-André Paffenholz Harald Vennegeerts |
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Medium: | journal article |
Language(s): | German |
Published in: | Bautechnik, November 2011, n. 11, v. 88 |
Page(s): | 749-756 |
DOI: | 10.1002/bate.201101514 |
Abstract: |
Mapping of real impacts on a structure by acceptable load models is a fundamental assumption for its reliability and durability.Especially for road bridges traffic load models are affected by increasing traffic loads. This needs a periodical calibration of the load models to the actual traffic volume, which can be achieved by different ways of Weigh-In-Motion-Systems and numerical investigations. The main focus of this article is in the presentation of a combined application of structural measurements and laser based geodetic measurements to calibrate a numerical model. This model allows a numerical investigation of the actual traffic volume and predicted traffic loads. |
Keywords: |
post-tensioned concrete prestressed concrete bridge heavy traffic loads load model calibration monitoring
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Available from: | Refer to publisher |
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data sheet - Reference-ID
10067142 - Published on:
05/09/2012 - Last updated on:
13/08/2014